ŒfÚŽGŽi˜ajF“ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W
VolF11Šª
”NF 2002”N
•ÅF 1009-1014•Å
’˜ŽÒi˜ajF ¬à_@‰pŽiC›–ì@‚OC‰–è@’õ˜YCŽO“¡@³–¾
ƒ^ƒCƒgƒ‹i˜ajF ”­”j‚ð—p‚¢‚½|–ݕǂ̓®“I‹““®‚ÉŠÖ‚·‚éŽÀ•¨‘åŽÀŒ±
´˜^i˜ajF -
ƒL[ƒ[ƒhi˜ajF |–ݕÇC‰tó‰»CŽÀ•¨‘åŽÀŒ±C‘ÏkC”­”j
ŒfÚŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒi‰pjF Eiji Kohama, Takahiro Sugano, Yoshio Shiozaki, Masaaki Mitoh
ƒ^ƒCƒgƒ‹i‰pjF OF A STEEL SHEET PILE QUAY WALL BY CONTROLLED BLASTING
´˜^i‰pjF The full-scale test by controlled blasting inducing liquefaction was conducted in Port of Tokachi on Hokkaido Island, Japan, in order to investigate the stability of steel sheet pile quay wall during liquefaction condition. Measuring the displacement and strain distribution of steel sheet pile and anchor pile during generating excess pore water pressure, the behaviors of seismic coefficient (kh) of 0.15 quay wall was compared with that of kh=0 quay wall. The test results revealed the progress of deformation behavior of the full-scale quay wall in the process of liquefaction.
ƒL[ƒ[ƒhi‰pjF Steel Sheet Pile Quay Wall, Liquefaction, Full Scale Test, Earthquake Resistant, Blast
‹LŽ–‹æ•ªF -
‹æ•ªF ˆÏˆõ‰ï˜_•¶W